A frame fixed at end 'D' and free at end 'A' is shown in figure. The vertical mm. Assume EI = 16.8 × 10³ deflection of the end A, when P= 20 kN is kNm² (round off to two decimal places). с 2m 2m 6m Но D

A frame fixed at end 'D' and free at end 'A' is shown in figure. The vertical mm. Assume EI = 16.8 × 10³ deflection of the end A, when P= 20 kN is kNm² (round off to two decimal places). с 2m 2m 6m Но D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A frame fixed at end 'D and free at end 'A' is shown in figure. The vertical
mm. Assume EI = 16.8 × 10³
deflection of the end A, when P = 20 kN is
kNm² (round off to two decimal places).
с
P
2m
2 m
A
6 m
D

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